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HomeMy WebLinkAbout2014 - 00534 - land altertion CITY OF ORONO 11111111111111111111 1I Il 2750 KELLEY PARKWAY * 2 0 1 400534 DATE ISSUE-D: 06/13/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 850 WINDJAMMER LA -t 460 WI t'186 ti(AA— PIN : 07-117-23-11-0010 LEGAL DESC : PIRATES COVE : LOT 006 BLOCK 001 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : LAND ALTERATION(0-500 CU YDS) NOTE: $2,000 SB COLLECTED IN ESCROW FEE ACTUAL ESCROW FEE AMOUNT COLLECTED $1,000 HOW DID THEY PAY? CHECKO &WHO PAID? KATHY KHAN_ ESCROW PERMIT#:(DON'T FORGET TO ENTER) 2014-00535 ESCROW FEE FOR: EROSION CONTROL&ENGINEERING REVIEW COSTS AS BUILT SURVEY IS REQUIRED PRIOR TO RELEASE OF ESCROW. INITIAL: APPLICANT MINOR LAND ALTERATION 50.00 ENGINEERING REVIEW COSTS KHAN, FAIZ&KATHLEEN TOTAL 50.00 850 WINDJAMMER LA Payment(s) MOUND, MN 55364 CHECK 6612 50.00 OWNER KHAN,FAIZ&KATHLEEN 850 WINDJAMMER LA MOUND, MN 55364 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due c e. Applicant Permitee Signature Date Issued By Si ture Date Plan Review Checklist for Zoning Permit Applications Address: (00 VV L(/lApilliVi iclikil— Description of work: Type of permit: NW 124 p1lkia.`h VV----- Zoning —Zoning review by: Date Approved: Grading review by: Date Approved: Other Review, Reviewed by: A Date Approved: dr/Ay Zoning: Zoning File#: Resolution#: Resolution Date: Lot Area: SF/AC Width: Depth: Survey Submitted? ❑ Yes ❑ No Date of Survey: Existing Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No les 0 No CI Yes ❑ No ❑ N/A - Permit Number: Setback: Hardcover Zones Existing Proposed Variance Required CUP Required 0-75' ❑ Yes ❑ No ❑ Yes ❑ No 75-250' Type(s): Type(s): 250-500' Zoning File#: Zoning File#: 500-1000' Resolution#: Resolution#: Created: March 29,2011 z:\forms\plan review checklist for zoning permit applications.docx Planning Review Checklist for Zoning Permit Applications Page 2 of2 Cubic Yards In Out Total Haul Route? ? D Yes D No Explain haul route in detail: Fees to be Charged Amount Orono Inspections Required Permit Amount D Site Escrow Amount D Hardcover Removal //�� D Footing Si ned escrow received? ©v D Poured Wall g As-Built Survey ,J2r<es 0 No 0 Planting Plan O Wetland Escrow amount received? // D Final Yes 0 No O Other(specify) Engineering°review..needed? h i Dyes D No • •REMARKS (in-house): Other Review: Reviewed by: Date Approved: REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Created: March 29,2011 z:\forms\plan review checklist for zoning permit applications.docx , City of Orono Zoning Permit Application �O,t O Mailing Address: Permit number. O� NV-0-653 5 1�/ PO Box 66 Dale received: 4'—aZ /V Crystal Bay,MN 55323-0066 Escrow#and Street Address: amount: .).11/ co .42750 Kelley Parkway Permit Fee: �� Gi~ Orono,MN 55356 ��kFS K Qat wed by: Fax: 952-249-4616 Nolen: Main: 952-249-4600 Www,ci.orono.mn.us This'appllcation'forrn,riust be ctilnpleted in full arsd ail required inforthauon must be.submittod. (Pleaserplint.) Job Site Address: WIN DJ'A-M1hER LANE.. $S 4--g120 CONTRACTOR/APPLICANT INFORMATION: Name: `f"WiN PEES 1=/-RTt WoRkS Phone: 6!2-aal - it 5LI 6 Fax: 7,6 3- E 56-5- 3a Address: a7 3$S - I/IF ST, City:7 CM n S ZIP: 55-39 g Contact Person: "Th i?TAhi SA-ND_y _ Contact's phone number 6/ _-D:AL- 4,5 46 Email -rp akeT Woes; S E 2b Applicant is: Contractor orneowner (circle ono) TEL M Er PROPERTY OWNER INFORMATION: Name: ,r)4-it) - l4-N/11)E_ 0--(-6--'11 Phone(day): y S 2 — L/1 Z -- 3 3 9 W Mailing Address: sq, p (,v* t.Lp n..m k-' / ,ti • ZIP: Email and/or Fax J S u H; b.1(i i 4 (C.) ha 1--h1a'i/ .. L v i rt Overall Project Description: vtltNDaA-MM ER. LA-NE 11--i t/„ 1--e, ,c-tet.-1 Sc,,✓es' Check TYPE OF PERMIT Box COST* Dock,Residential—Permanent dock on any lake or initial seasonal dock not on $50 +engineering review costs Lake Minnetonka(permanent dock requires CUP) Dock,Commercial 550+engineering review costs Escrow for erosion control and engineering review costs $2,000 Hardcover Permit:Driveway, Patio, Sidewalk,Etc.(New or Replacement) No charge Also required is a Minor or Major Land Alteration Permit Land Alteration, Major(grading,filling,or excavating)more 500 cubic yards or $50 more than 10 cubic yards in lakeshore setback(also requires CUP) Escrow for erosion control and engineering review costs As determined by CUP Land Alteration,Minor(grading,filling or excavating)—500 or less cubic yards $50+engineering review costs / outside of iakeshore setback or less than 10 yards in lakeshore setback Escrow for erosion control and engineering review costs $2.000 Retaining Wall measuring under four feet require a zoning permit. 550+engineering review costs Retaining walls measuring more than four feet(from bottom of footings to top of wall)require a building permit. (Tiered retaining walls are considered one wall unless the welts are separated by twice the height of the lower wall.) Escrow for erosion control and engineering review costs $2.500 Stairway to Lake(New or Replacement) $50+engineering review costs Escrow for erosion control and engineering review costs S2,000 Structure Permit for other structures not requiring a building permit but S50+engineering review costs regulated by the zoning code(including,but not limited to accessory building of less than 120 square feet,detached deck or platform and sport court) Escrow for erosion control and engineering review costs $2.500 Tree Removal or other vegetation removal in 0 to 75 foot zone No charge. Temporary Construction Office/Trailer(associated with building permit) $30 (over) *Permit fee will be collected when the permit is Issued. Updated: November 30.2012 APPLI ANTIOWNER ACKNOWLEDGEMENT: • Applicant/Owner agrees to provide all information required or requested by the Planning Department; • Owner agrees to pay the City of Orono for engineering consultant review costs where applicable; • AppiicanUOwner certifies that the Information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so.the staff has no alternative but to reject it until it is complete; • Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner; • Applicant/Owner understands their project may require an initial and as-built survey per City Code Section 86.68. • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential Private data Is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this Information Is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. The undersigned certify that the informa = supplied is true and correct to the best of their knowledge. r z- u /x- Applicant's Signature: C I / Date: Property Owner's Signa= �.-i Date: Z.d/Y S A 1-:1--LI . : _ P . 1/E 1 S• Except for tree removal permits, all permits TYPE OF PERMIT; require a completed application form,escrow agreement(signed by the property owner) and escrow check from owner,two copies of all plans,and three copies of all grading plans or surveys/site plans Dock,Residential Seasonal Dock—survey showing proposed dock Permanent Dock—plans as approved by CUP and copy of LMCD permit(if applicable) Dock,Commercial 1. Structural plans for the dock 2. Survey showing the proposed location of the dock 3. Copy of LMCD permit Hardcover Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover calculations,existing and proposed 3. Plans Land Alteration,Major 1. Plans as approved by Conditional Use Permit 2. Erosion control plan or copy of MCWD Erosion Control Permit Land Alteration,Minor 1. Survey/grading plan including existing and proposed contours (Less than 10 cu.yds.within 75'of 2. Amount of fill to be imported and/or exported and haul route lake or less than 501 cu.yds 3. Amount of earth to be moved around on site elsewhere.) 4. Erosion control plan or copy of MCWD Erosion Control Permit Retaining Wall 1. Pians for wall(s) 2. Unless repair or exact replacement of existing wall,submit an updated survey with grading plan Including existing and proposed contours 3. Hardcover calculation worksheets if in shoreland district 4. Erosion control plan or copy of MCWD Erosion Control Permit Stairway to Lake 1. Construction plans for stairway.Including footings 2. Topographical survey of property with proposed stairs shown 3. Erosion control plan or copy of MCWD Erosion Control Permit Structure Permit 1. Construction plans. 2. Survey of property with proposed structure shown and with setbacks to property lines,other structures on property and the septic system indicated.The general location of any sewer and water services should be shown if applicable. 3. Grading plan if grading Is proposed. 4. Hardcover calculation worksheets 5. Erosion control plan or copy of MCWD Erosion Control Permit Tree Removal Cell: 952.249`4600 to schedule a single tree removal Inspection. A re-planting plant management plan required for clear cutting.buckthorn or other Intensive vegetation removal. • Updated: November 30.2012 i TOPOGRAPHIC DETAIL AND PROPOSED PRIVATE STORM SEWER SECTION FOR WINDJAMMER LANE BETWEEN LOTS 6 AND 7, BLOCK 1, PIRATES COVE lir , HENNEPIN COUNTY, MINNESOTA , ,� i � a 4171) - I¢ '" ° 20 40 80 ---f--- 6 .»___ - !z. w. w: � tOT LINE " . r •+,.,t�.•`` / SCALE IN FEET \.tr orn�r.J- _-- This drawing is a representation of the topography and location of Improvements . - along the common lot tine between Lots 6 and 7,Block 1,PIRATES COVE. o It does not purport to show any other improvements or encroachments. �� } ` o : Iron marker /�' -- o - --a. - : Existing contour line -- ,_ .- Bearings shown are based upon an assumed datum PROPOSED PRIVATE STORM SEWER 990I PROPOSED CLASS APRAP ON FxreR MIRO 990 980 _ vtesrwo onowo `---__ RESTORE rOP WITH - 970 SEeo AHD a7RAw MVO ET 970 980_l_______ y' �/ 9$f] KO Ir HOPE �..__ `_._ —�`` 950 940. _....... _ _.....__. ....._.._. -........._ _ _......._...__ ......._.. ._.__._._............. ._.....,...._.—._... �`--- � _... _9.4.0_. 930 P9En CPOSCUMmaPAAP—/ 930 WIN ON F0.TI R MOM 0 1 2 r[VOMP KKK. wn tKmivtu, ,rtNir COMPT MMT MS twvr•.PlQT Ca Ripon Waif ""I RIMED V 1'OFOnt. GRONBERG & ASSOCIATES INC. """"""°"'4°RWWI WrW"° "�°r� L M.` r,MN CUMAT 1.0G.,041 NO wgrill t 11MrraaAgArlt JI LOC LW1trO1lPOER DIE 1AM5 COMULnW ENOINEPA4 LAID SNRYEvORS.SITE PLANERS or THE Poe ar lEtaC60t� an ►1h17 W NO CW.R.1) NORTH TALLOW ORME.LONG LAW L95776 an tlQfr3.tiN om WI MUSE MYtfa Male }' l"`' ?`'' N PROPOSAL, �y g1 ®i,'`-1-res, $ DATE PROPOSAL rI IE ART IiWvR !< S 10/16/2013 33534 z7583 I4thjtrcct 7immern,,n,MN 55596 0?c.5.s66.4}Oe-r.7c3 856.5250 TO: BRETT BROGHAMMER 875 WINDJAMMER LANE MOUND,MN 55364 PROJECT DESCRIPTION TOTAL WINDJAMMER LANE CULDESAC LAKE ACCESS EASEMENT WASH OUT REPAIR/EROSION CONTROL 8.38000 CONSTRUCT INLET AND OUTLET BASINS WITH 24CY CLASS 3 RIP RAP INSTALL 1 2"HDPE To BOTTOM OF HILL FILL IN WASHOUT AREA ON THE SW SIDE OF THE TRAIL COMPACT AND LEVEL TO SURROUNDING GRADE PLACE STRAW OR STRAW BLANKET ON DISTURBED AREAS FOR EROSION CONTROL NO EXPORT OF TREES OF DEADFALL ALL TREES AND DEADFALL WILL BE MOVED ASIDE SALES TAX-OUTSIDE METRO 0.00 ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED.ALL WORK TO BE COMPLETED IN A WORKMANUKE MANNER ACCORDING TO STANDARD PRACTICES.ANY ALTERATION OR DEVIATION FROM ABOVE /� Qpm SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS.AND WILL TOTAL $8,380.0M 0 BECOME AN EXTRA CHARGE OVER THE ABOVE PROPOSAL ALL AGREEMENTS CONTINGENT UPON STRIKES.ACCIDENTS OR DELAYS BEYOND OUR CONTROL Thank you, we appreciate your business! Signature: BRIAN R.SANDY I E. y \I\ ,-:1 / It Z1 i o i ' i aAI t A. rtl I M if-41 . W N ( ;, Hennepin County GIS - Printable Map Page 1 of 1 Hennepin Interactive Property Maps Map - - -- 800 835 830 865 I 850 Q 875 4 860 1 I j 870 880 _ _ I Parcel Map Scale: 1"=100 ft. ID: 07-117-23-11-0010 A-T-B: Torrens Print Date:6/2/2014 • Owner Market F M&K J Khan $861,000 Name: Total: Parcel 850 Windjammer La Tax $10,736.52 (1° { Address: Orono, MN 55364 Total: (Payable:2014) I L p rty Pro a Residential Lake Shore Sale $425,000 Type: Price: This map is a compilation of data from various sources and is furnished"AS IS"with no Home- Homestead Sale 08/1994 a representation or warranty expressed or stead: Date: ¢implied,including fitness of any particular purpose,merchantability,or the accuracy and completeness of the information shown. Parcel 0.99 acres Sale Warranty Deed COPYRIGHT©HENNEPIN COUNTY 2014 Area: 43,285 sq ft Code: A Think Green: http://gis.co.hennepin.mn.us/Property/print/default.aspx?C=45043 5.43747079034,4979027.... 6/2/2014 GRONBERG &ASSOCIATES, INC. SURVEYING.ENGINEERING AND LAND PLANNING 445 N.WILLOW DRIVE LONG LAKE,MINNESOTA 55336 952-473-4141 Fax: 952-473-4435 PIRATES COVE DRAINAGE CALCULATIONS SEPTEMBER 23, 2013 Drainage area = 0.90±AC. Time of cont = 10 min. I 50 = 7.7 in/hr Runoff"C" factor = 0.5 Q = CIA = 0.5(7.7)(0.9) = 3.5 CFS Open channel flow calculations 2.0 foot berm with 3:1 sideslopes at 0.25' can handle 5.3 CFS which is greater than the 3.5 CFS for a 50 year storm. Velocity=7.75 Ft/sec. from MNDOT drainage manual, Chapter 6. Use 12"Class H riprap on filter blanket. Open-Channel Flow This calculator uses Chezy and Manning's formula to calculate the wetted perimeter, hydraulic radius,flow area,Chezy coefficient and flow velocity. For experimental values of Manning's n factor,click here Required Information Enter the Slope: 0.22 Enter the Channel Top 8 Width(ft): Enter the Channel Bottom2 Enter the Channel 1 Width(ft): Height(ft): Enter the Flow Depth(ft): 0.25 Enter then value: 0.03 Results The wetted perimeter is 3.5811 ft The flow is 5.3298,ft3/s The flow area is 0.6875 ft2 The flow is 2392.046 gal/min The hydraulic radius is 0.1919 ft The velocity is 7.75251 ftis The C value is 37.723( T'i .` j XT 'III) , . t ' a \ . / II 0 it .4, ''s'c) 41 N,d,th ., 40 to � V 1 . . i . ,. 0 ':1 ,j so.410/ � rn ,� X T:�iO� � , ° ° -x (,.,. e ;) a t ‘ i. 011111111111,4,11 1. 1. I. � O a ` ., 1,. kik ‘ ek, Ak. .411111 cp )\- cp xN ii,4 Akter,PL:"1 f 1 /c' ,Adilt At4 `',., tt,4,., il 1 , 01-111P40. : 1VA:7% i - 1 , 1 1 , 114111%. St-gm/Mier 4K6L, . 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